Earthwork Slips and Subsidences upon Public Works: Their Causes, Prevention, and ReparationNewman, John
Science
Earthwork Slips and Subsidences upon Public Works: Their Causes, Prevention, and Reparation
Newman, John
Earthwork
As cuttings are near the surface and seldom at greater depths than 100
feet, it is hardly possible to know the angle at which a rock dips or
whether there are faults and fissures in it, unless an examination is
made upon the site, and this notwithstanding the geological character
may be thoroughly understood. Local conditions may cause peculiarities
which no law can determine, and although at considerable depths, deeper
than railway or any works with the exception of well-sinking and mining
are likely to reach, the nature of the earth is accurately ascertained;
the surface soil may be in almost every conceivable variety, and also so
dislocated, denuded and rearranged, that usually horizontal strata may
be nearly vertical. Its character may be accurately known, but the lie
of the surface beds or dip of the upper strata, or the order of
supraposition cannot be invariably absolutely established; for instance,
when crevasses, fissures and veins are frequent in earth upheaved and
disintegrated by volcanic action, earthquakes and other disturbing
causes, as in parts of South America, Japan, and other eastern
countries, Italy, the Tyrol, Spain, &c., &c., slips of earthwork are to
be expected, and the soil is likely to be much inclined, full of faults
and probably water-bearing seams.
Under the comprehensive name of rock is usually included any earth from
the hardest mass to be found to that which will crumble in the hand, as
soft sandstone rock. The chief absorbent rocks with which engineers have
to do are the limestones, sandstones, chalk, and clay rocks. Rock may
also be simple or present the appearance of being homogeneous, or it may
be a mass of different substances, be flat bedded, have open or close
joints, and be what is called—
Solid rock.
Hard rock.
Dense, or compact, rock.
Loose rock.
Rock in loose layers.
Loose rock with cavities, caverns, and pot-holes of various earths.
Fissured rock.
Friable rock.
Indurated earth liable to be disintegrated by atmospheric influences.
Decomposed rock.
Rotten decomposed rock.
Or any mass of earth cemented together by a substance, weather-resisting
or not, requiring blasting or that can be excavated by means of bars and
picks.
The slope of repose required may range from overhanging or vertical to
that of the earth of which it consists when disintegrated and dissolved;
therefore the angle of repose varies considerably, but the following
cardinal principles may be followed without fear under ordinary
circumstances and conditions.
Granite. Quartz, if not fissured, and when little mica is present in it,
and most of the igneous rocks,
Overhanging, vertical, TO ⅛ to 1.
Also porphyry, gneiss, trap, but their stability varies considerably.
Compact hard sandstone and limestone and other solid sedimentary rocks
producing stone sufficiently hard and weather-resisting that it can be
used in construction,
Perpendicular, TO ¼ to 1.
Public-domain text, read in full here on John Shaqi.
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